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Publications by [Richards K. S.]

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SLOPE FAILURE OF EMBANKMENT DAM UNDER EXTREME FLOODING CONDITIONS: COMPARISON OF LIMIT EQUILIBRIUM AND CONTINUUM MODELS (2005)
<p>During the spring of 2003, the downstream slope of an embankment dam began to move during an extreme flooding event. The current study was implemented to evaluate the slope stability of the embankment and as a case-study to compare the limit equilibrium ...
Reference: Proceedings of the Geo-Frontiers 2005 Conference, ASCE, Austin, Texas, January 2005